Summary for Test 2021-05-06-17-7
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 214874 DEA: 022H0504 EFIS: 0216000093 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-36-R34.8/R35.4 |
| Award Date | 05/27/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | REALIGN ROADWAY, DRAINAGE, GUARDRAIL, AND EROSION CONTROL. |
| Location Description | TRINITY COUNTY ABOUT 15 MILES WEST OF PLATINA FROM 3.6 MILES TO 2.9 MILES WEST OF HAYFORK CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 05/26/2020) |
Sample Information
| Sample Taken Date | 05/06/2021 | Sample Unique Key | 17 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/20/2021 |
| Sample type | Acceptance | A brief description of the sample | PG64-28M |
| The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | no TL101 tag | Last name of sampler or witnessed by | no TL 101 tag |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Knife River - Orland | Transportation Laboratory (TL) Number | c768290 marked on can |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 M |
|---|---|---|---|
| Modified | Yes | Lot number | 1 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | Knife River - Orland | |
| Certified Asphalt Supplier | Marathon Petroleum Co. LP - Elk Grove CA | Multigrade | No |
| Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-05-06-17
DIME Test ID: 2021-05-06-17-7
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2021-05-28
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 05/27/2021
Minimum test bath temperature at 240 s: -18.0 C
Maximum test bath temperature at 240 s: -18.0 C
Time of test load application: no data
File name of test data: no data
Time beam in bath: no data
Time test started: no data
Flags issued by software during test: no data
Correlation coefficient (R²): 0
Regression coefficient a: no data
Regression coefficient b: no data
Regression coefficient c: no data
Load at time 0.0: 0.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 0.0 mN
Deflection at time 0.5 s: 0.000 µm
Load at 60.0 s: 1005.0 mN
Beam deflection 60.0 s: 0.495 µm
Measured Stiffness Modulus 60.0 s: 164.000 mPa
Estimated Stiffness Modulus 60.0 s: 165.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.345
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 5/28/2021 ✔